Manning's Formula:
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Manning's Formula is an empirical equation that calculates the flow velocity in open channels based on channel roughness, hydraulic radius, and channel slope. It is widely used in hydraulic engineering for designing and analyzing open channel flows.
The calculator uses Manning's formula:
Where:
Explanation: The formula relates flow velocity to channel characteristics, where higher roughness decreases velocity while steeper slopes and larger hydraulic depths increase velocity.
Details: Accurate flow velocity calculation is essential for designing drainage systems, irrigation channels, stormwater management systems, and predicting flood behavior in natural channels.
Tips: Enter the rugosity coefficient (typical values: 0.012-0.015 for concrete, 0.025-0.035 for natural streams), hydraulic mean depth in meters, and bed slope (as a ratio, e.g., 0.001 for 0.1% slope). All values must be positive.
Q1: What are typical values for Manning's n?
A: Manning's n varies by surface material: smooth concrete (0.012-0.013), earth channels (0.022-0.025), natural streams (0.030-0.040), vegetated channels (0.035-0.050).
Q2: How is hydraulic mean depth calculated?
A: Hydraulic mean depth = Cross-sectional area of flow ÷ Wetted perimeter. For rectangular channels: (width × depth) ÷ (width + 2 × depth).
Q3: What units should be used for bed slope?
A: Bed slope should be entered as a dimensionless ratio (vertical drop/horizontal distance). For example, 0.001 represents a 0.1% slope.
Q4: What are the limitations of Manning's formula?
A: The formula assumes steady, uniform flow and may not be accurate for rapidly varying flow conditions, very steep slopes, or non-prismatic channels.
Q5: Can Manning's formula be used for pressurized pipe flow?
A: While primarily for open channels, Manning's formula can be adapted for partially full pipe flow, but other equations like Hazen-Williams are typically preferred for full pipe flow.